Editor in chief: Guide for Graduation Design of Civil Engineering-Design of Multistory Concrete Frame Structure, China Architecture & Building Press, 2013.04
 Editor in chief: Design of Tall Building Structures,Peking University Press, 2006.07
 Study and Design of Steel Tower Simulated for Control of High-Rise Structure Dynamic Response to Earthquake Ground Motion. World Information on Earthquake Engineering, 1998.6, 14(2): 50~53
 Design of High-Rise Steel Towers for Vibration Control Simulation under Earthquake and Wind. Noise and Vibration Control, 1999.2, 19(1): 2~4
 Design of Basement Foundation with Waterproof Requirement- Analysis of Foundation Design Of Weiji’s Commercial Center In Wuhu. Coal Mine Design, 1999.10, 20(10): 43~45;
 Experimental Research on Anchorage of Angle Steel Pull-out from the Concrete. Journal of Huazhong University of Science and Technology, 1999.10, 27(10): 109~112
 Analysis of Foundation Design of Weiji’s Commercial Center In Wuhu. Industrial Construction, 2000.2, 30(2): 74~76
 The Analysis and Treatment on Pile Foundation Accident of Some High Building. Chinese Journal of Geotechnical Engineering, 2000.5, 22(3): 362~364
 Experimental Research on Bond Behavior of Section Steel Concrete. Special Structures, 2000.6, 18(2): 33~37 (First Author)
 Analysis and Treatment of A Pile Foundation Accident in One High-Rise Building Project. Construction Technology, 2000.10, 29(10): 9~10
 Coordination Vibration Reduction Structure of Infilled Frames Story Adding Building. Noise and Vibration Control, 2000.10, 21(5): 21~26
 A Study on Carbonization Depth Forecast of Concrete Structures Based on BP Neural Networks. Journal of Huazhong University of Science and Technology, 2000.10, 28(10): 97~99
 Treatment of Pile Foundation Accident of A Certain Building with 22 Stories. Geotechnical Engineering Technique, 2000.11, 13(4): 238~241
 The Appearance and Reason Analysis of Pile Foundation Accident of A Certain Building with 22 Stories. Special Structures, 2000.12, 17(4): 57~59
 Treatment Method for a Pile Foundation Accident of 22 Storey Building. Chinese Journal of Rock Mechanics and Engineering, 2001, 20(2): 267-272
 Cause Analysis of Wuhan Tianhen Building Pile Accident, Journal of China University of Geosciences, 2001, 9: 261-265
 A New Method of Calculating Normal Section Bearing Capacity of SRC Bending Members. Industrial Construction, 2003.2, 33(2): 65~67, 70
 Experimental Research on Flexural Behavior of SRC Beams, Special Structures, 2002.3, 19(1): 1~4
 Design and Application for Dry Handing Granite of External Wall’s Decorative Facing. Industrial Construction, 2002.9, 32(9): 27~29
 Discussion on the General Formula of the Horizontal Arc Beam under Different Loads. Journal of Huazhong University of Science and Technology, 2003.9, 20(3): 60~62
 Theoretical and Experimental Study on Stress Increment of External Tendons in External Pre-stressed Concrete Flexural Members at Ultimate State. Journal 0f Railway Engineering Society, 2003.12, 20(4): 75~80
 Application Of Strengthening RC-Frame-Beam by RS-JYC Static Load Testing & Analysis System of Pile Foundation. Journal of Hunan City University (Natural Science), 2004.3, 13(1): 23~24
 Discussion of Seismic Evaluation and Strengthening Methods on an Added and Renovated Seven-Stories Masonry Structure Building. Shaanxi Architecture, 2004.3, 9(3): 19~22
 Construction Technique of High strength Pre-stressed Concrete Pipe Piles in Complicacy Foundation. Shaanxi Architecture, 2004.5, 9(5): 19~21
 Mechanics Analysis of External Tendons in External Pre-stressed Concrete Flexural Members at Ultimate State. Special Structures, 2005, 22(1)
 Application Research of the Shear Wall Rectify A Deviation in High Building by Using Sprayed Concrete. Journal of Railway Engineering Society, 2004.12, 21(4): 136~139
 Practical Design-Calculation Method of Double-Column Combined Pile Cap. Sichuan Building Science, 2005.1, 31(6): 118~121
 Research on Application of Stressed High Strength Concrete Pipe Pile under Complex Geological Condition. Journal of Railway Engineering Society, 2005.6, 22(3): 42~46
 Analyses of Cracks on a Pre-stressed Concrete Roof Beams and Strengthening Measures about 36m of Total Spans. Building Technique Development, 2005.6, 32(6): 90~92
 Design-Calculation Method for the Reinforced Concrete Double-Column Combined Foundation. Building Technique Development, 2005. 32(7): 37~39
 A Conceives of Seismic Evaluation Based on Performance of Structure. Building Technique Development, 2005.8, 32(8): 1~2, 8
 Related Technologies of Analyzing the Strengthened Structure with Fiber Lamina by ANSYS. Journal of Huazhong University of Science and Technology (Urban Science Edition), 2006.3, 23(1): 85~87
 Strain Energy Analysis of High-rise Frame-tube Structure with Top-strengthened Story Under Lateral Load. Journal of Wuhan University of Technology (Natural Science Edition), 2006.3, 28(3): 86~88, 106 (EI)
 SidesWay Analysis Method of High-rise Frame-tube Structure with Strengthened Stories under Lateral Load. Journal of Wuhan University of Technology (Natural Science Edition), 2006.4, 28(4): 52~55 (EI)
 Design Method of Spatial Truss for Double-Column Combined Pile Cap. Building Science, 2006.4, 21(2): 59~65
 Effect of strengthened stories and floor beams on the sideway of frame-tube structure. Journal of Huazhong University of Science and Technology (Nature Science), 2006, 34(9): 100~103 (EI)
 Influence of Column Axial Force on Horizontal Shear Strength in Exterior Reinforced Concrete Beam-column Joints. Journal of Huazhong University of Science and Technology (Urban Science Edition), 2006.12, 23(4): 20~22
 Safety Analysis of Optimal Outriggers Location in High-Rise Building Structures. Journal of Zhejiang University SCIENCE A, 2007, 8(2): 264~269 (SCI)
 Study on the Effect of Belts on the Mechamic Characteristics of Super High-Rise Structures with Outrigger. Journal of Huazhong University of Science and Technology (Urban Science Edition), 2007.3, 24(1): 5~7
 Continuum Analysis of Frame-Tube Structure with Top-Horizontal Outriggers. Journal of Huazhong University of Science and Technology (Nature Science), 2008.9, 36(9): 109~112 (EI)
 The Effect of Variation Cross-section of Frame-core Structure on Mechanical Action of Strengthened Story. Journal of Beijing University of Technology, 2009.9, 33(9): 937~942
 Yield criterion in plastic-damage models for concrete. Acta Mechanica Solida Sinica, 2010, 23(3): 220~230 (SCI)
 Static Experiments of Steel-Concrete Composite Structure of Hybrid Cable-Stayed Bridges. Journal of Huazhong University of Science and Technology (Nature Science), 2010, 38(4): 121~124 (EI)
 Force Transfer Mechanism for Steel-Concrete Composite Structures of Hybrid Cable-Stayed Bridges. Journal of Huazhong University of Science and Technology (Nature Science), 2010, 38(5): 117~120 (EI)
 Tensor Presentation of Algorithmic Tangent Modulus for Plastic-Damage Models. International Conference on Applied Mechnics and Mechanical Engineering, 2010.9: 08~09 (EI)
 Construction of homogeneous yield functions for plastic- damage models for concrete. International Journal of Solids and Structures. (SCI)
 Investigation on Lubliner yield criterion of concrete in triaxial stress states. Engineering Structures. (SCI)
 Uniaxial stress-strain relation in plastic-damage models for concrete based on localized failure. Proceedings of the International Conference on Electrical and Control Engineering. Piscataway, NJ: Conference Publishing Services, IEEE Computer Society, 2010, 751~755 (EI, Inspec)
 Tensor presentation of algorithmic tangent modulus for plastic-damage models. Applied Mechanics and Materials. Zurich, Switzerland: Trans Tech Publications, 2010, (29~32): 1747~1752 (EI/ISTP)
 Yield Function of Plastic-Damage Model for Concrete. The Progress of Interdisciplinary Research For Mathematic, Mechanics, Physics and High New Technology, 2010(13). Beijing: Science Press, 2010 (EI)
 Representation based classification of strength theories of concrete. Advanced Materials Research, unpublished. (EI、ISTP)
 Study of Fatigue Tests on the Structural Details of Welding Joints of Integral Bridge Deck and Main Girder Gusset Plates. CEABM 2011. Advanced Materials Research Vols. 243-249(2001) pp 1638-1645 (EI)
 Model Test and Transfer Mechanism of Steel-Concrete Composite Structure for Hybrid Girder Cable-Stayed Bridges. Journal of Huazhong University of Science and Technology (Nature Science), 2012.1, 40(443): 67~71
(1) Study on the seismic response and the possible pounding response of base-isolated buildings under near-fault pulse-like ground motions. Surface project of Nature Sci ence Foundation of China (Science Fund for Youths).
(2) Feasibility study on reconstruction of water supply network in Hong’an County, Hubei Province.
(3) Renovation of the foundation of the dumptruct in Dawukou coal preparation plant in Ningxia Province.
(4) Renovation of the foundation of the dumptruct in Taixi coal preparation plant in Shizuishan City, Ningxia Province.
(5) Adding-storys renovation and reinforcement design for annex of Comprehensive Building of Changjiang River Administration,In Chinese
(6) Feasibility study on Hong’an archive construction.
(7) Feasibility study and environmental impact assessment on the branch of the new People's Hospital industrial park in Hong’an County.
(8) Security checking after equipment replacement of Fengzheng third-stage storage coal stack in Inner Mongolia.
(9)S tudy on renovation and reinforcement of the steel structure engineering of HUST Gravitation Center laboratory.I
(10) Study on renovation and reinforcement of the engineering project of madding over the machinery factory into Exhibition Hall of HUST History.
(11) Feasibility Study on Bozhou (Wutai) Non-metallic Industrial Park and Hubei Industrial Park.
(12) Calculation of the Steel Structure Construction Process and the molding bed of Zhangzhidong Museum.
(13) Analysis and Research of Prolonging the Designing Service Life of Transformer Substation.
(14) Detection and Modification Suggestions about Exterior Wall Decoration Falling off and Blistering of Wuhan Electronic Instrument School Buildings.
(15) Structural Analysis of the Complex Building of Ezhou Mingtang Sports.
(16) Structural Rectification and Processing of Hubei University Technology Building.
(17) Structure Detection and Identification of the Office Building of Wuhan Construction Bureau (Building with a southern exposure of Tongji Hospital).
(18) Structure Detection and Seismic Identification of the Producing Building of Changjiang River Administration (for structural reinforcement and revonation).
(19) Structural Reliability and Seismic Identification of Chutian Building in Jiangxia District (for constructed architecture).
(20) Design of Gezhou Dam(Yichang) Glorious World Residential and Commercial Community.
(21) Design of Large-Scale Residential Community of Wuhan Poly Xinyu Garden Phase Seven.
(22) Design and Technical Consultation of the High-Rise Residential Community of Wuhan Lida Chuyun World.
(23) The planning scheme and technical consultation of the branch of the new People's Hospital industrial park in Hong’an County.
(24) The scheme design and technical consultation of business building in Hongan development area.
(25) Design and technical services of Hongan archives program.
(26) Design and technical consultation of the Zhongxin Fortune plaza in Qichun, Hubei province.
(27) The scheme design and technical consultation of the large-scale residential community of Danjiangkou Landscape garden
(28) Design and technical consultation of the high-rise apartment for Yichang East attendants.
(29) Second design and technical consultation of the electric construction drawing of the enterprise service center in Hongan new industrial park.
(30) Design and technical consulting of the reception center of agriculture high-tech industry park and farm product show ground.
(31) Study on the coupling process of factory and crane in Wuhan Iron and Steel Company Limited.